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  • Users: thefamousrockstar
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  1. thefamousrockstar

    FEA Modeling

    Hi Ussuri, I am modeling the slings as tension only. But my confusion is that if I apply springs in the vertical direction as well, say with a stiffness of 1 N/m, will I be doing anything wrong? As I have not come across any model where one uses a vertical spring support in such cases...
  2. thefamousrockstar

    DNV 2.7-1 Shear Check

    Hi, I am designing an container and did a stick figure analysis. The reaction in one of the supports comes to 56045 N. As per DNV 2.7-1 there should be a check that the bottom side rail does not fail in shear. As the analysis software only gives the reactions/forces at a point only, is it...
  3. thefamousrockstar

    Distribution Board

    Hi All, We are buying a Distribution Board Panel from a vendor, which is going to be placed inside a machinery container. The DB Panel will be fully classed by ABS (all documents submitted by our vendor to ABS). This container will be moving from vessel to vessel. My question is, is it...
  4. thefamousrockstar

    Sea fastning

    Hi SC, Use DNV and AISC codes and guidelines. Regards, TFR
  5. thefamousrockstar

    FEA Modeling

    Hi All, I am modeling a stick figure model of an offshore container in a structural analysis software as per DNV 2.7-1. The model is pinned on the 4 legged sling lifting point. As per DNV 2.7-1, I have constrained the 4 bottom corner supports with springs in the horizinonal axis (X and Z). When...

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